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Influence of site conditions on seismic design parameters for foundations as determined via nonlinearsite response analysis

Muhammad Tariq A. CHAUDHARY

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 1,   Pages 275-303 doi: 10.1007/s11709-021-0685-0

Abstract: response of strata subjected to seismic excitation.classes C and D, through 1D nonlinear seismic site response analysis.D more significantly than in soil type C.Predictive relationships for , , and were derived based on the 1D seismic site response analysisand sensitivity analysis results.

Keywords： site effects     1D seismic site response analysis     sensitivity analysis     foundations     shear wave velocity     soil    

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Magnetic Co-doped 1D/2D structured -FeO/MoS effectively activated peroxymonosulfate for efficient abatement

Frontiers of Environmental Science & Engineering 2023, Volume 18, Issue 3, doi: 10.1007/s11783-024-1797-2

Abstract:

● Magnetic Co- γ -Fe2O3/MoS2 were prepared via facile hydrothermal methods.

Keywords： sub>O3/MoS2     Hydrothermal method     Bisphenol A     Degradation pathways     Toxicity analysis    

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Soil seismic analysis for 2D oblique incident waves using exact free-field responses by frequency-based

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 12,   Pages 1530-1551 doi: 10.1007/s11709-022-0900-7

Abstract: The seismic analysis of a viscoelastic half-space under two-dimensional (2D) oblique incident waves isNext, the equivalent seismic forces of the earthquake (Taft Earthquake 1952) imposed on the near-fieldBased on the asymmetric finite/infinite element model, the frequency-domain motion equations for seismicanalysis are presented with the key parameters selected.

Keywords： oblique incident waves     critical angle     half-space     finite/infinite element approach     seismic responseanalysis    

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Modelling the dynamic response of a solid oxide steam electrolyser to transient inputs during renewable

Qiong CAI, Nigel P. BRANDON, Claire S. ADJIMAN,

Frontiers in Energy 2010, Volume 4, Issue 2,   Pages 211-222 doi: 10.1007/s11708-010-0037-6

Abstract: Developing an understanding of the response of the SOEC stack to transient events that may occur duringIn this paper, a one-dimensional (1D) dynamic model of a planar SOEC stack has been employed to study

Keywords： hydrogen production     renewable energy     solid oxide electrolyser cell     1D dynamic model     dynamic behaviour    

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Research on 1D and 2D numerical simulation of flood routing and its application of combined-regulation

Li Daming、Lin Yi、Zhou Zhihua

Strategic Study of CAE 2010, Volume 12, Issue 3,   Pages 82-89

Abstract: style="text-align: justify;">Based on the overlapped conditions on complex river network and basin, a 1Dand 2D flood routing model which is based on water-resistance structure of railways, roads, embankmentA corresponding simulation system of the 1D and 2D flood routing model was set up in consideration of

Keywords： detention basin     flood routing     1D and 2D numerical simulation     finite volume method     combined-regulation    

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Seismic ground motion analysis of Shanghai Pudong Airport site considering the effects of spatial correlation

JIANG Tong, CHEN Laiyun, XING Hailing, L? Xilin

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 4,   Pages 430-435 doi: 10.1007/s11709-007-0058-3

Abstract: The construction site of the terminal locates on the irregular topography, and its alluvium achievesThis paper uses a simplified method to obtain the response spectrum of the engineering bedrock underby 2D finite element method (FEM) model considering nonlinear properties of the soil by means of theIn order to compare the effect of 2D irregular topography, the seismic response analysis of 1D modelresponse analysis of the site.

Keywords： surface ground     horizontal uniform     Finally     seismic ground     correlative seismic    

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Resolving the Adhesive Behavior of 1D Materials: A Review of Experimental Approaches Review

James L. Mead, Shiliang Wang, Sören Zimmermann, Sergej Fatikow, Han Huang

Engineering 2023, Volume 24, Issue 5,   Pages 39-72 doi: 10.1016/j.eng.2023.02.012

Abstract:

The adhesive behavior of one-dimensional (1D) materials, such as nanotubes and nanowires, plays adecisive role in the effective fabrication, functionality, and reliability of novel devices that integrate 1Dcomponents, as well as in biomimetic adhesives based on 1D arrays.recent experimental techniques that aim to characterize the adhesion behavior of interfaces formed by 1DThe conformation of 1D material to surfaces and the associated occurrence of multi-asperity contact are

Keywords： Interface adhesion     1D materials     Nanowire     Carbon nanotube     Nanomanipulation     Surface forces     Mechanical    

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Recent Advances in Electrode Design Based on One-Dimensional Nanostructure Arrays for Proton Exchange Membrane Fuel Cell Applications Review

Shangfeng Du

Engineering 2021, Volume 7, Issue 1,   Pages 33-49 doi: 10.1016/j.eng.2020.09.014

Abstract:

One-dimensional (1D) Pt-based electrocatalysts demonstrate outstanding catalytic activities and stabilityAdvances in three-dimensional (3D) ordered electrodes based on 1D Pt-based nanostructure arrays haveThis paper reviews recent progress in the field, with a focus on the 3D ordered electrodes based on self-standingThe importance of size, surface properties, and the distribution control of 1D catalyst nanostructuresincreasing electrochemical surface area (ECSA) and quantifying oxygen mass transport resistance for 1D

Keywords： Proton exchange membrane fuel cell (PEMFC)     Electrode     One-dimensional (1D)     Oxygen reduction reaction    

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Evaluation of site response characteristic using nonlinear method (Case study: Babol, Iran)

Asskar Janalizadeh CHOOBBASTI, Sadegh REZAEI, Farzad FARROKHZAD, Pedram Haidarzaeh AZAR

Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 1,   Pages 69-82 doi: 10.1007/s11709-014-0231-4

Abstract: In this the present study, an attempt has been made to evaluate the seismic hazard considering localsite effects by carrying out detailed geotechnical site characterization in Babol, Iran.Dynamic analysis was performed in time domain, using fully nonlinear model by PLAXIS.A series of analysis in the study area showed the site period, ranging from 0.4 to 0.8 s.Finally the obtained response spectra from fully nonlinear method were compared with site response spectra

Keywords： fully nonlinear method     site effect     dynamic analysis     response spectra    

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Seismic response reduction of a three-story building by an MR grease damper

Tomoki SAKURAI, Shin MORISHITA

Frontiers of Mechanical Engineering 2017, Volume 12, Issue 2,   Pages 224-233 doi: 10.1007/s11465-017-0413-6

Abstract:

This paper describes an application of magneto-rheological (MR) grease dampers as seismic dampersMR grease was introduced into a cylindrical damper, and the seismic performance of the damper was subsequentlystudied via numerical analysis.The analysis results of the MR grease damper were compared with those of other seismic dampers.We confirmed that the MR grease damper is an effective seismic damper.

Keywords： MR grease damper     seismic damper     vibration control     structural response     FEM analysis    

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Application of StrucGP in medical immunology: site-specific -glycoproteomic analysis of macrophages

Frontiers of Medicine 2023, Volume 17, Issue 2,   Pages 304-316 doi: 10.1007/s11684-022-0964-8

Abstract: glycan structural interpretation tool StrucGP in N-glycoproteomic analysis.using mass spectrometry (MS)-based glycoproteomic approaches, followed by the large-scale mapping of site-specific/sub>Neu5Ac1, N4H5F1S1) were increased in M1 andIn addition, a high level of glycosylated PD-L1 was observed in M1 macrophages, and the LacNAc moietyThe precision structural interpretation of site-specific glycans and subsequent intervention of target

Keywords： macrophage     glycoproteome     glycopeptides     N-glycan structures     PD-L1    

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Three-dimensional seismic response analysis of a concrete-faced rockfill dam on overburden layers

Dakuo FENG, Ga ZHANG, Jianmin ZHANG,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 2,   Pages 258-266 doi: 10.1007/s11709-010-0031-4

Abstract: Reasonable seismic response analysis of a high rockfill dam is of great engineering significance in guidingits design and ensuring its seismic safety during operation, especially of a concrete-faced rockfillThe three-dimensional seismic behavior of the Miaojiaba CFRD is simulated and analyzed by the finiteThe results indicate that: 1) the amplification coefficient along the dam axis gradually increases withresponse.

Keywords： concrete-faced rockfill dam (CFRD)     overburden layer     dynamic analysis     finite element method (FEM)    

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Optimize the design input and analysis methods to improve the seismic safety of nuclear power plants

Zhang Chaoqi and Yang Jianhua

Strategic Study of CAE 2013, Volume 15, Issue 4,   Pages 83-90

Abstract: The floor response spectra is the input of the seismic design for nuclear plant systems, structures andseismic safety.input and the advanced analysis method for China.Through introducing the input, the analysis process and the method about the ACP1000 floor response spectraThen it has significant effect for improving the nuclear power plant seismic design and seismic safety

Keywords： nuclear power plant     ACP1000     seismic analysis     floor response spectra     3D finite element model     SSI    

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Probabilistic seismic response and uncertainty analysis of continuous bridges under near-fault ground

Hai-Bin MA, Wei-Dong ZHUO, Davide LAVORATO, Camillo NUTI, Gabriele FIORENTINO, Giuseppe Carlo MARANO, Rita GRECO, Bruno BRISEGHELLA

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 6,   Pages 1510-1519 doi: 10.1007/s11709-019-0577-8

Abstract: Performance-based seismic design can generate predictable structure damage result with given seismicmodeling a regular continuous bridge with OpenSees software, a series of nonlinear dynamic time-history analysisof the bridge at three different site conditions under near-fault pulse-like ground motions are carrieddemand model is developed for near-fault earthquake ground motions for 3 different site conditions.On this basis, the uncertainty analysis is conducted with the key sources of uncertainty during the finite

Keywords： continuous bridge     probabilistic seismic demand model     Intensity Measure     near-fault     uncertainty    

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Application of an efficient stochastic calculation method on the seismic analysis of an isolated structure

Wei GUO, Zhiwu YU

Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 4,   Pages 379-384 doi: 10.1007/s11709-012-0180-8

Abstract: However, traditional seismic calculation theory and methods are derived based on the assumption thatThis method is then applied to the seismic analysis of an isolated structure.the presented method can produce accurate results while increasing the efficiency of the stochastic analysisMoreover, the calculation process of the seismic response of an isolated structure is convergent.analysis of an isolated structure and can be utilized in practice.

Keywords： isolated structure     stochastic response     non-proportional damping     efficient     accurate     pseudo-excitation    

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Title Author Date Type Operation

Influence of site conditions on seismic design parameters for foundations as determined via nonlinearsite response analysis

Muhammad Tariq A. CHAUDHARY

Journal Article

Magnetic Co-doped 1D/2D structured -FeO/MoS effectively activated peroxymonosulfate for efficient abatement

Journal Article

Soil seismic analysis for 2D oblique incident waves using exact free-field responses by frequency-based

Journal Article

Modelling the dynamic response of a solid oxide steam electrolyser to transient inputs during renewable

Qiong CAI, Nigel P. BRANDON, Claire S. ADJIMAN,

Journal Article

Research on 1D and 2D numerical simulation of flood routing and its application of combined-regulation

Li Daming、Lin Yi、Zhou Zhihua

Journal Article

Seismic ground motion analysis of Shanghai Pudong Airport site considering the effects of spatial correlation

JIANG Tong, CHEN Laiyun, XING Hailing, L? Xilin

Journal Article

Resolving the Adhesive Behavior of 1D Materials: A Review of Experimental Approaches

James L. Mead, Shiliang Wang, Sören Zimmermann, Sergej Fatikow, Han Huang

Journal Article

Recent Advances in Electrode Design Based on One-Dimensional Nanostructure Arrays for Proton Exchange Membrane Fuel Cell Applications

Shangfeng Du

Journal Article

Evaluation of site response characteristic using nonlinear method (Case study: Babol, Iran)

Asskar Janalizadeh CHOOBBASTI, Sadegh REZAEI, Farzad FARROKHZAD, Pedram Haidarzaeh AZAR

Journal Article

Seismic response reduction of a three-story building by an MR grease damper

Tomoki SAKURAI, Shin MORISHITA

Journal Article

Application of StrucGP in medical immunology: site-specific -glycoproteomic analysis of macrophages

Journal Article

Three-dimensional seismic response analysis of a concrete-faced rockfill dam on overburden layers

Dakuo FENG, Ga ZHANG, Jianmin ZHANG,

Journal Article

Optimize the design input and analysis methods to improve the seismic safety of nuclear power plants

Zhang Chaoqi and Yang Jianhua

Journal Article

Probabilistic seismic response and uncertainty analysis of continuous bridges under near-fault ground

Hai-Bin MA, Wei-Dong ZHUO, Davide LAVORATO, Camillo NUTI, Gabriele FIORENTINO, Giuseppe Carlo MARANO, Rita GRECO, Bruno BRISEGHELLA

Journal Article

Application of an efficient stochastic calculation method on the seismic analysis of an isolated structure

Wei GUO, Zhiwu YU

Journal Article